EP3211138A1 - Ossature porteuse pour un ouvrage - Google Patents

Ossature porteuse pour un ouvrage Download PDF

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Publication number
EP3211138A1
EP3211138A1 EP17157759.6A EP17157759A EP3211138A1 EP 3211138 A1 EP3211138 A1 EP 3211138A1 EP 17157759 A EP17157759 A EP 17157759A EP 3211138 A1 EP3211138 A1 EP 3211138A1
Authority
EP
European Patent Office
Prior art keywords
frame profile
lower plate
screw
upper plate
substructure according
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP17157759.6A
Other languages
German (de)
English (en)
Inventor
Josef Priglinger
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP3211138A1 publication Critical patent/EP3211138A1/fr
Withdrawn legal-status Critical Current

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Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
    • E02D5/74—Means for anchoring structural elements or bulkheads
    • E02D5/80—Ground anchors
    • E02D5/801—Ground anchors driven by screwing
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F15/00—Flooring
    • E04F15/02—Flooring or floor layers composed of a number of similar elements
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24—HEATING; RANGES; VENTILATING
    • F24S—SOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
    • F24S25/00—Arrangement of stationary mountings or supports for solar heat collector modules
    • F24S25/60—Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules
    • F24S25/61—Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules for fixing to the ground or to building structures
    • F24S25/617—Elements driven into the ground, e.g. anchor-piles; Foundations for supporting elements; Connectors for connecting supporting structures to the ground or to flat horizontal surfaces
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/003—Balconies; Decks
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F13/00—Coverings or linings, e.g. for walls or ceilings
    • F—MECHANICAL ENGINEERING; LIGHTING; HEATING; WEAPONS; BLASTING
    • F24—HEATING; RANGES; VENTILATING
    • F24S—SOLAR HEAT COLLECTORS; SOLAR HEAT SYSTEMS
    • F24S25/00—Arrangement of stationary mountings or supports for solar heat collector modules
    • F24S25/60—Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules
    • F24S25/63—Fixation means, e.g. fasteners, specially adapted for supporting solar heat collector modules for fixing modules or their peripheral frames to supporting elements
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00—Energy generation through renewable energy sources
    • Y02E10/40—Solar thermal energy, e.g. solar towers
    • Y02E10/47—Mountings or tracking

Definitions

  • the invention relates to a substructure for a building, wherein the substructure has a profile frame and earth screws.
  • Earth screws also referred to as “screwed into the ground holding device”, “Drehfundament”, “ground dowel”, “ground anchor”, “bottom screw” or “fferfundament” are slender, straight long metal parts, which have the circumference of sheet formed screw threads large width and by screwing their tip into soil and then turning their own around their longitudinal axis in soil are screwed into it, such as a self-drilling wood screw in wood.
  • Earth screws are for example in the writings DE 102008026215 A1 . DE 19836370 C2 , and GB 2424906 A shown.
  • the earth screw according to the GB 2424906 A Additionally has an internal thread into which a metallic screw from the upper end of the ground screw can be screwed forth, so that the altitude of bodies on the earth screw is thus finely adjustable.
  • the EP 1 105 598 B1 describes a construction for a beam foundation, which is designed as a frame of several horizontally arranged wooden beams, which rest on the upper front side of earth screws and are connected thereto and wherein the earth screws are screwed into the underlying soil.
  • a connecting part which is inserted with one or more spikes from the bottom of the beam, inserted from above into the ground screw designed above as a pipe and through a lateral screw which extends through the mantle of the earth screw fixed.
  • the appropriate position of the beam with respect to the earth screw is adjusted by the appropriate positioning of the connecting part on the beam. It takes a sophisticated approach to the frame exactly position. One Subsequent shifting of the connecting part on the beam is hardly possible.
  • the DE 202011050369 U1 describes a base plate, which is to be fixed by means of pegs or earth screws on the ground.
  • the bottom plate serves to fix a pole from an awning, a tent or something similar.
  • At the top of the bottom plate a plurality of slide elements are guided displaced and optionally fixable. With the help of these slide elements, the bottom plate for changing rods with different geometric dimensions is applicable without the bottom plate must be detached from the ground.
  • the object underlying the invention is to provide a frame and earth screws having substructure for a lightweight building, so that it is easy and quick to assemble at the site, and in particular to lay well for laymen in this area and to level well is.
  • the lower plate is height adjustable mounted on the ground screw
  • the upper plate relative to the lower plate in the horizontal direction is displaceable and is selectively fixed
  • Fig. 1 shows in order from bottom to top a ground screw 1, a lower plate 2 and an upper plate 3. Only one of two attachable to the upper plate 3 frame sections 4 is shown. Typically, the plates 2, 3 are made of sheet metal.
  • the sketched frame profile 4 is typically an aluminum extruded profile. However, the invention is equally applicable if the frame profile 4 is made of wood, for example.
  • the ground screw 1 is intended at a point at which a corner of a frame to be formed from frame 4 frame to come to rest, perpendicular to the ground, so screwed the earth. At its upper end is the ground screw 1 provided with an axially extending to the ground screw nut thread.
  • the lower plate 2 consists of a support surface 5 and a threaded bolt 6 which is from the bottom of the support surface 5 down and away with the female thread in the ground screw 1 can be brought into threaded engagement.
  • the threaded bolt 6 has below the support surface 5 on an engagement portion 11, for example in the form of a hexagon on which a wrench can be attached.
  • the threaded bolt 6 is rotatably mounted together with the engagement portion 11 in the support surface 5 about its own axis, so that the threaded bolt 6 is vertically adjustable by manipulation of the engagement portion 11 in the earth screw 1, even if the lower plate 2 and upper plate 3 are already bolted together ,
  • this separate insert element may be a bent sheet metal plate 12, which has the nut thread, for example in the form of a welded nut, in which the threaded bolt 6 is intended to engage.
  • the bent sheet metal plate 12 can be fixed by means of screws which extend through openings 13 in the lateral surface of the ground screw 1 therethrough. By these screws are loosened, the folded sheet metal plate 12 is sufficiently pivoted to the threaded bolt 6 even then to be able to align vertically when the ground screw 1 is slightly inclined from the vertical.
  • the female thread could be in a through hole through the condyle of a ball joint, which is held in a socket of the ground screw 1 and preferably clamped by screws or levers.
  • the upper plate 3 In the assembled state, the upper plate 3 is with the bottom of its horizontal base 7 on the support surface 5 of the plate 2 on top. From the base surface 7 upstands 8, 9 rise upwards.
  • An upstand 8 and a raised edge 9 bound together an elongated channel in which a frame profile 4 is inserted from the front side, and which is then guided movably guided between the two Aufkantept 8, 9 in its longitudinal direction.
  • the frame profile 4 can ultimately be rigidly fixed to the upper plate 3 by self-drilling screws are screwed through steren shedgangsbohritch 10 of the upstands 8, 9 in the wall of the frame profile 4.
  • Each upstand 8, 9 has, starting from the horizontal base surface 7, a preferably vertically upwardly extending portion, which has at the upper end in the direction of the frame profile 4 projecting portion which forms an upper boundary surface of the upstand 8, 9.
  • the upper plate 3 has two pairs of Aufkantept 8, 9, wherein each formed by a pair of guide means for a frame profile 4 is horizontal, however, is rotated between the two pairs by 90 ° (about a vertical axis) ,
  • the upper plate 3 is thus very well to two frame profiles 4, which abut one another at a corner region of the frame to be formed to keep.
  • the frame profiles 4 can also be mitred cut and pushed together.
  • upper plates 3 have a slightly different shaped base 7.
  • These forms and the arrangements of the holes 15 and slots 14 are to be understood as an example, so are within the scope of professional action can be changed, but the in Fig. 4 illustrated base 7 represents the preferred variant.
  • a particularly preferred variant of the lower plate 2 is shown, although here, the illustrated shape of the support surface 5 and the arrangement of the slots 14 are indeed preferred, but within the scope of professional action can be changed.
  • the threaded bolt 6 is preferably rotatably mounted in the bearing surface 5. This is done, for example, in that it is fixed to the support surface 5 with a riveted connection (or another suitable connection, for example press-fit connection), so that it has a degree of freedom for rotation about its own axis.
  • the connection is made by a screw by a screw 16 is screwed from above through an opening of the lower plate 2 in the threaded bolt 6, as in the sectional view AA of Fig. 5 is recognizable.
  • the lower plate 2 is thereby fixed between the head of the screw 16 and a projection of the threaded bolt 6, preferably the engagement portion 11.
  • the screw 16 runs with play through the opening of the lower plate 2, so that it is rotatable after screwing with the threaded bolt 6 in the lower plate 2.
  • the opening for the recess 16 in the support surface 5 is configured or is provided with such a depth that the head of the screw 16 is not above the level of contact between the upper and lower plate 3, 2 protrudes.
  • the engagement portion 11 is preferably designed as a hexagon.
  • the engagement portion 11 has an opening into which the threaded bolt 6 is screwed or pressed.
  • the engagement portion 11 could also be connected monolithically, by a welded connection or by a positive connection with the threaded bolt 6.
  • the threaded hole for the screw 16 may be present in the engagement portion 11 or in the threaded bolt 6.
  • the threaded bolt 6 is rotatable and pivotable, so with three rotational degrees of freedom and without translational degrees of freedom, fixed to the support surface 5 by the connection between the lower plate 2 and the bolt 6 is designed as a ball joint, as in Fig. 5 is shown.
  • the upper surface of the engagement portion 11 is preferably arched outwards and thus designed as a joint head and the recess in the lower plate 2 designed as a socket, as in the sectional view AA of Figure 5 is shown.
  • the ball joint can be locked, for example with a screw or a clamping lever.
  • the design of the screw, clamp or rivet joint as a ball joint, or a comparable compound without translational degrees of freedom with preferably three rotational degrees of freedom, has the advantage that an oblique anchoring of the ground screw 1 is compensated by the joint of the lower plate 2.
  • the head of the screw 16 on its side facing the engagement portion 11 would be in a modification of the Fig. 5 the head of the screw 16 on its side facing the engagement portion 11, for example, have a flat surface, so that then for example also flat bottom of the recess of the lower plate 2 between the surface of the head 16 and an example also flat surface of the engagement portion 11 is held.
  • Fig. 6 is a finished composite substructure according to the invention for a structure, such as a garden shed, a shed or the like, shown along a side edge of the building, wherein the front frame profile 4 and the rear frame profile 4, which each extend parallel to the side edge, are not shown.
  • the two frame profiles 4 shown form the lateral boundary of the frame of the substructure.
  • the frame profiles 4 are each equipped at their ends with the Erdverank fürssystem invention.
  • the alignment of the frame sections 4 is effected in that the bent screws can be aligned 12 on the side screws on the ground screw 1, so that the threaded bolt 6 is vertical and the screwing depth of the threaded bolt 6, the vertical position of the frame profile 4 can be fixed. Both said alignment operations can be performed before or after the horizontal position of the frame profile 4, by displacement of the upper plate 3 on the lower plate 2 and subsequent fixing, made.
  • the fixation of the plates 2, 3 takes place, for example, as shown by two screws.
  • the frame is anchored to the ground with four ground screws 1 in total.
  • further earth anchoring systems according to the invention could be arranged at points between the ends of the frame profiles 4 if they exceed a certain length, then such an earth anchoring system need only have a pair of upstands 8, 9.
  • it may be provided between the frame profiles 4
  • transverse connector 17 or other struts and stiffening elements for the frame can for example be attached directly to the frame sections 4, or for example via upper plates 3 which have the upstands 8, 8, whereby these can be anchored either via lower plates 2 with a ground screw 1.
  • the frame of the substructure is not limited to a rectangular shape, for example, the floor plan of the frame could also be composed of several different sized rectangles, each of which may advantageously be enclosed by frame profiles 4 and / or cross connectors 17 and in each Corner between the individual rectangles anchorage of the invention via a ground screw 1 can be made.
  • floor panels 18 can be placed subsequently, which are preferably screen printing plates.
  • each bottom plate 18 preferably corresponds to the inner side length of the frame, wherein along the other side length a plurality of bottom plates 18 abut each other, so that their total width corresponds to this other inner side length of the frame.
  • they are preferably provided along their longitudinal side with a tongue and groove system 19.
  • the inner side of the frame (or the building) is the distance between the webs 21 of two opposing frame sections 4 to understand.
  • the frame profiles 4 have for the bottom plates 18 each have a support surface 20 which is offset from the upper surface 22 of the frame sections 4 down.
  • the frame profiles 4 preferably have a web 21, which is arranged between the upper surface 22 and the support surface 20 and preferably projects beyond both surfaces 20, 22 in the vertical direction, in particular overhanging the support surface 20 by more than the thickness of the base plates 18.
  • the web 21 is preferably extended in the form of a partition down, so that this is the cross section of the frame profile 4 divides into two partial surfaces, wherein a partial surface is bounded above by the upper surface 22 and the second partial surface is bounded above by the support surface 20.
  • the advantage of this is that the frame profile 4 thereby has a very stable structure, and distribute the weight forces of the floor and the walls of the building advantageous to the two sides of the frame profile 4.
  • Each frame profile 4 also has an outer and inner fastening projection 23, which are each according to one of the raised edges 8, 9 are formed, so that the frame profile 4 between a pair of Aufkantept 8, 9 can be pushed and fixed in the vertical direction by this.
  • the fastening projections 23 may be formed in that the cross section of the frame profile 4 has a protuberance 24, the upper boundary surface rests against the underside of the upper boundary surface of the upstand 8.
  • the fastening projections 23 may be formed in that the cross-section of the frame profile 4 has an indentation 25, the lower boundary surface rests against the underside of the upper boundary surface of the upstand 9.
  • the cross connector 17 may advantageously have attachment projections 23, for example, two protuberances 24, which can be guided in a pair of upstands 8, 8 and fixed vertically.
  • the upstands 8, 8 are elastically deformable, so that the transverse connectors 17 can be plugged onto the upstands 8, 8 from above and do not have to be inserted laterally into them.

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  • Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Sustainable Development (AREA)
  • Sustainable Energy (AREA)
  • Thermal Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)
EP17157759.6A 2016-02-24 2017-02-24 Ossature porteuse pour un ouvrage Withdrawn EP3211138A1 (fr)

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
ATA50132/2016A AT518364B1 (de) 2016-02-24 2016-02-24 Unterkonstruktion für ein Bauwerk

Publications (1)

Publication Number Publication Date
EP3211138A1 true EP3211138A1 (fr) 2017-08-30

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ID=58158953

Family Applications (1)

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EP17157759.6A Withdrawn EP3211138A1 (fr) 2016-02-24 2017-02-24 Ossature porteuse pour un ouvrage

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EP (1) EP3211138A1 (fr)
AT (1) AT518364B1 (fr)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202019102642U1 (de) 2019-05-10 2019-05-22 Deutsche Schraubfundament Gmbh Balkenwinkel und Bodenfundament mit Balkenwinkel
CN111705796A (zh) * 2020-05-27 2020-09-25 中犇建设有限公司 装配式建筑施工用预制构件

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140227041A1 (en) * 2013-02-05 2014-08-14 Benjamin G. Stroyer Adjustable system for supporting a structure using a pile
CN204212151U (zh) * 2014-03-11 2015-03-18 祝怡 一种螺旋地桩

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202004003022U1 (de) * 2004-02-27 2004-06-03 Gust. Alberts Gmbh & Co Kg Bodenanker zur Halterung von Kanthölzern
DE202007002149U1 (de) * 2007-02-09 2007-04-26 Fabricius Fastener Gmbh Auflager für eine Bodenschraube
CH710728A1 (de) * 2015-02-13 2016-08-15 Wigasol Ag Systemboden mit Lüftungsvorrichtung.

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20140227041A1 (en) * 2013-02-05 2014-08-14 Benjamin G. Stroyer Adjustable system for supporting a structure using a pile
CN204212151U (zh) * 2014-03-11 2015-03-18 祝怡 一种螺旋地桩

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE202019102642U1 (de) 2019-05-10 2019-05-22 Deutsche Schraubfundament Gmbh Balkenwinkel und Bodenfundament mit Balkenwinkel
CN111705796A (zh) * 2020-05-27 2020-09-25 中犇建设有限公司 装配式建筑施工用预制构件
CN111705796B (zh) * 2020-05-27 2022-07-22 中犇建设有限公司 装配式建筑施工用预制构件

Also Published As

Publication number Publication date
AT518364A1 (de) 2017-09-15
AT518364B1 (de) 2019-01-15

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